frame wall 中文意思是什麼

frame wall 解釋
構架墻
  • frame : n 1 機構;組織;系統。2 結構,框架,構架,骨架,骨骼。3 體格,身軀。 4 精神狀態,心情。5 【園藝】...
  • wall : n 1 墻壁;(石、磚等的)圍墻;城墻。2 (形狀、用途)像墻壁的東西,障壁;土堤,堤防。3 (礦井、容...
  1. Aseismatic design of brick masonry building with frame - shear wall at lower two stories

    八度區底部兩層框墻磚房的抗震設計
  2. Based on the analysis of mechanism for joint region, the " frame - wall " and " aslope compression stub column " mechanical models and yielding patterns of core zone of the joints are set up. the shear load - carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. and then, the comparisons between the formulas given in this paper and that of chinese design code ( draft ) and nonlinear fem as well are presented

    對節點核心區的抗剪,通過受力機理的分析,建立了鋼「框架剪力墻」加混凝土「斜壓短受力體系及其屈服機制,根據塑性極限分析,給出了節點核心區抗剪承載力計算的迭加公式, 《規程》公式和非線性有限元近似模擬分析結果進行了比較。
  3. For horizontal opening door series, frame with bordure can not be installed in or behind the wall

    1平開門系列注意有包邊的門框不能安裝在墻體中間或後面
  4. Abstract : this paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect t he problems of the distance of asemic cross wall, the caculation model of outer wall - colum and interal frame, some asemic load bearing capacity the author ' s vi ew is also presented

    文摘:本文就多層內框架磚房在水平地震作用下抗震橫墻間距、外壁柱和內框架柱的計算模型,與有關抗震承載力計算等問題進行了分析,並提出作者的意見。
  5. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異型柱結構體系,採用t形、 l形、十形截面柱代替傳統的矩形截面柱,以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻;框架柱隱于墻內,避免了屋角柱楞突出對室內觀瞻及佔用空間的影響,同時,又具有框架結構布置靈活、易於分隔的優點,深受住戶及房地產開發商的歡迎,是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  6. For reinforcement concrete corbel with the shear span to depth ratio ( a / ho ) less than 1, has its performance of mechanics that is close to cantilever deep beams, it is an important kind of components in architectural structure which sustains roof trusses, brackets, tray " beams, frame " beams, wall " beams and crane " beams

    剪跨比a h _ 0 1的短鋼筋混凝土牛腿,其受力性能接近於懸臂深梁,在建築結構中是支承屋架、屋面梁、托架、托架梁、框架梁、墻梁和吊車梁等的重要構件。
  7. It is an intergradation structure style between erose - section - column frame and conventional shear wall structure

    短肢墻結構的特點是: ( 1 )結構形式符合建築功能需要。
  8. The main achievements of the dissertation are listed as following. 1 the definition of slw is given to clarify some misunderstanding on the new structure style. the typical experiment results on parallel structure forms, such as erose - section - column frame and conventional shear wall are compared in the point of view of energy dissipating property

    引入短肢墻定義,闡述了短肢墻結構體系是高層住宅合理的結構形式,詳細列出有代表性的異形柱、普通剪力墻結構(或構件)在低周反復試驗中的滯回曲線等主要抗震性能,以作為短肢墻結構體系歸屬定位的依據。
  9. Due to the requirements of complex configuration of spatial curved surfaces and of continuity of fiber laying have becoming a difficult problem in cad technology for bicycle body frame of hybrid fibered compound material with multi - branch special shaped entire - body and sections of hollowed thin wall

    摘要對于多分支整體異形空心薄壁斷面混雜纖維復合材料自行車車架,由於復雜的空間曲面構形和纖維鋪設連續性要求成為其cad技術難題。
  10. Application and calculation of wall beam in the brick room of ground floor frame

    墻梁在底層框架磚房中的應用及計算
  11. We mainly provide the following products and services : glass fiber reinforced plastic sculpture, resin sculpture, wood sculpture, urban landscape sculpture, decorative sculpture for architecture ( round sculpture and relief sculpture ), picture frame, wall picture, ornament, folding screen and wall mirror ; landscaping service, design and furnishing service for start - rated hotel, club, villa, coffee house and show room

    不僅至此,本公司在各類產品的生產流程中,每一套工序和環節都嚴格把關,充分融入體現各類精品的實用價值及精雕細琢的藝術魅力;力求每一件產品都能如影若真、物超所值。
  12. On the structural design of chongqing grand theater, german architect request adopt not only shear wall around the building, but also frame columns whose cross section is gracile ( b h = 400mm 1000mm )

    在重慶大劇院結構設計中,德方建築師要求除建築物周邊採用剪力墻以外,中間框架部分全部採用細長截面( b h = 400mm 1000mm )框架柱。
  13. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    對豎向荷載作用下的空間筒中筒結構、樁筏基礎和地基進行了三維有限元分析。研究整體結構和單片墻結構在上部結構剛度、樁端土強度、樁長、樁徑、樁距、筏板厚度、筏板外挑寬度等影響因素變化時的樁頂反力分佈規律、樁筏荷載分擔比、樁基沉降和差異沉降規律。
  14. Yuanfeng new building material co., ltd. is one of the biggest thermal insulation material producers in south china with annual output at 2 million square meters. established in 2000, the water - proof roof laminboard, purifying laminboard and other products made by the company are widely used in roof and wall panels for big span structure factory building, exhibition hall, purifying workshop, warehouse, combined house, indoor partition, building top attachment, refrigerator, automobile painting room, refrigeration frame and other buildings

    源鋒新型建材有限公司是華南地區最大的隔熱材料生產廠家之一,年產量達200萬平方米,始創於2000年,所生產的防水屋面夾芯板、凈化夾芯板等產品廣泛用於大跨度結構廠房、展館、凈化車間、倉庫、組合房屋、室內間隔、樓頂加層、冷庫、汽車?漆房、製冷風櫃板等建築的屋頂及圍墻面板等方面。
  15. Put in the counter, hang in the picture frame on the wall, what the tea table glass is pressed is all stamps, let us see the presbyopia unexpectedly

    櫃臺里擺的,墻上鏡框里掛的,茶幾玻璃下壓的都是郵票,竟讓我們一下看花了眼。
  16. The philosophy and methodology of performance - based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad. in this paper, research work on displacement - based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed. based on the available references of seismic behavior of frame - wall buildings, the method of dbsd of reinforced concrete frame - wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code. the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method

    本文對國內外基於位移的抗震設計研究成果進行了較系統的綜述與分析,在已有框架-剪力墻結構抗震性能研究的基礎上,針對現行抗震設計方法的不足,提出了鋼筋混凝土框架-剪力墻結構直接基於位移的抗震設計方法,並對其進行了一些研究和探索,主要內容如下:對國內外框架和剪力墻的模型試驗數據進行分析,量化了剛度退化系數與層間側移角之間的關系,並將其結果引入框架-剪力墻結構直接基於位移的抗震設計方法中。
  17. Zhejiang sanxin network science and technology co., ltd. is a joint, venture, engaged in developing, manufacturing and trading necessary accessories of computer network such as computer cabinet, computer frame, wall cabinet, wiring rack, industrial control - cabinet, wiring end block etc the open19 " standardized computer cabinet, wall cabinet are widely welcome and famous of fine quality, complete range and low price

    浙江三信網路科技有限公司是一家集科、工、貿一體的合資企業,主要從事計算機網路機櫃、機架、墻櫃、配線架、工控櫃、接線端子、網線、面板、模塊、工具、跳線架及其相關產品的開發、生產與銷售,並可根據客戶的要求,設計製作各種非標準機箱、觸摸屏等網路選配產品。
  18. Timber structures. test methods. racking strength and stiffness of timber frame wall panels

    木結構件.試驗方法.結構墻板剝離強度和剛度的試驗
  19. Timber structures - test methods - racking strength and stiffness of timber frame wall panels

    木材結構件.試驗方法.木材框架墻板砌接強度和剛度的試驗
  20. For architectural requirements, residnces have many walls. as a result it is comparatively resonable that sub - high rise residences are frame - wall structures or shear wall structures we a1l know that shear wall structures have large sectional area and the capability of bearing vertical loads is respectively high. nevertheless, under seismic forces they have large inertia forces and small lateral displacemente

    由於傳統現澆鋼筋砼剪力墻結構的墻體截面積大,故承受豎向荷載的能力比較容易滿足,但墻體的自重、剛度大,在地震作用下慣性力大、側向位移很小,所以一般認為剪力墻結構延性差,屬于脆性結構。
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